Technical Papers
Nov 22, 2023

Aging Properties of Ultraviolet Absorber Intercalated Organo-Montmorillonite–Modified Bitumen Based on Rheological and Chemical Analysis

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 2

Abstract

In order to improve the thermo-oxidative and ultraviolet (UV) aging resistance of bitumen, ultraviolet absorber (UVA) was intercalated into organo-montmorillonite (OMMT) and ultraviolet absorber-intercalated organo-montmorillonite (UVA/OMMT) was used to modify bitumen. Four kinds of UVA/OMMT, including UV326/OMMT, UV328/OMMT, UV531/OMMT, and UV770/OMMT, were prepared by organic intercalation of OMMT with different UVAs (UV326, UV328, UV531, and UV770). X-ray diffraction testing was used to evaluate the intercalation effect of UVA/OMMT. UVA/OMMT-modified bitumen was prepared by melt blending of the base bitumen with different UVA/OMMTs. Then, thin film oven testing and ultraviolet aging testing were carried out on the UVA/OMMT-modified bitumen. The effects of UVA/OMMT on rheological properties, generic fractions, and functional groups of bitumen before and after thermo-oxidative and ultraviolet aging were studied by dynamic shear rheometer testing, thin-layer chromatography with flame ionization detection, and Fourier transform infrared spectroscopy, respectively. Based on these, the thermo-oxidative and UV aging resistance of different UVA/OMMT-modified bitumens were evaluated based on the rheological and chemical indexes. Results show that UV326/OMMT and UV328/OMMT have better effects on the thermo-oxidative aging and UV aging resistance of bitumen than OMMT, while the UV531/OMMT and UV770/OMMT exhibit worse effects on the thermo-oxidative aging and UV aging resistance of bitumen than OMMT, which is related to the better intercalation effects of UV326/OMMT and UV328/OMMT, and the poor intercalation effects of UV531/OMMT and UV770/OMMT.

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Data Availability Statement

Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work is supported by the Science & Technology Project of Shandong Provincial Department of Transportation (2020B18), and the Fundamental Research Funds for the Central Universities, CHD (300102212913). The authors gratefully acknowledge their financial support.
Author contributions: Fengjie Cai: Methodology, validation, formal analysis, investigation, writing-original draft, writing-review and editing. Zhen-gang Feng: Conceptualization, methodology, resources, writing-original draft, writing-review and editing, project administration, and funding acquisition. Wenjie Song: Formal analysis, investigation. Jing Liu: Supervision, project administration. Qi Cui: Formal analysis. Zhuang Wang: Investigation. Linhao Zhang: Experiment.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 2February 2024

History

Received: Apr 6, 2023
Accepted: Jul 21, 2023
Published online: Nov 22, 2023
Published in print: Feb 1, 2024
Discussion open until: Apr 22, 2024

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Fengjie Cai
Ph.D. Candidate, School of Highway, Chang’an Univ., Xi’an 710064, PR China.
Zhen-gang Feng [email protected]
Assistant Professor, School of Highway, Chang’an Univ., Xi’an 710064, PR China (corresponding author). Email: [email protected]
Wenjie Song
Senior Engineer, Shandong Runxingcheng Highway Engineering Serice Co., Ltd., West of Yaqian Village, Chaoshui, Yantai 26400, PR China.
Jing Liu
Dezhou Highway Project Construction Service Center, 1255 Dongfeng Middle Rd., Dezhou 253602, PR China.
Qi Cui
Master’s Student, School of Highway, Chang’an Univ., Xi’an 710064, PR China.
Zhuang Wang
Ph.D. Candidate, School of Highway, Chang’an Univ., Xi’an 710064, PR China.
Linhao Zhang
Master’s Student, School of Highway, Chang’an Univ., Xi’an 710064, PR China.

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